期刊文献+

脆性材料破坏模拟的网格生成算法 被引量:1

A mesh generation algorithm for simulation on fracture and fragmentation of brittle materials
下载PDF
导出
摘要 脆性材料的破坏过程具有随机性,当前的网格生成算法没有充分考虑脆性材料破坏时裂纹扩展和碎块生成的随机性。在Persson网格生成算法与Delaunay随机网格剖分理论基础上,提出了一种可根据模拟需要动态控制网格品质的网格生成算法。通过对随机分布点的Delauna三角化,生成初始网格,然后将网格体系比拟为桁架结构,网格节点即为桁架节点。桁架节点在虚拟力作用下可动态调整位置,并最终达到整个体系受力平衡。对Persson算法中的尺寸分布函数和收敛条件进行了修正,从而提高了收敛速度,并适用于任意形状对象的网格剖分。基于VC++平台开发了算法程序。通过实例对算法进行了验证,表明算法能够满足脆性材料破碎模拟的需要。 The fracture of brittle materials is a typically random process.The randomness has not been fully reflected in the existing mesh generation method,especially for the randomness of crack extension and fragments formation.In this study,an algorithm,which can dynamically control mesh quality,has been introduced on the basis of Persson's algorithm and Delaunay triangulation theory.The initial grid has been first generated by the Delaunay triangulation of random distribution points.Then the initial mesh can be improved by solving for equilibrium in a truss structure.Mesh points are nodes of the truss.The locations of truss nodes can be dynamically adjusted by the fictitious forces up to achieving a stable state.The convergence rate is significantly improved by modifying the mesh size function and convergence condition of Persson's method.Moreover,the algorithm can be suitable to arbitrary complex shaped object.The algorithm has been completed in C++ language.Several examples are given to illustrate the validity of this algorithm,which indicates that the algorithm can meet the requirements of simulation on the fracture and fragmentation of brittle materials.
出处 《计算力学学报》 EI CAS CSCD 北大核心 2012年第2期230-235,共6页 Chinese Journal of Computational Mechanics
基金 973项目(2007CB714104) 国家自然科学基金(51044003)资助项目
关键词 网格生成 随机网格 脆性材料 破坏模拟 品质因子 mesh generation random mesh brittle materials fracture and fragmentation quality factor
  • 相关文献

参考文献13

  • 1Hanson J H,Anthony R I. Using numerical simula-tions to compare the fracture toughness values for concrete from the size-effect,two-parameter and ficti-tious crack models[J].Engineering Fracture Me-chanics,2003.1015-1027.
  • 2Pique E J,Dormans L J. Fictitious crack modelling of polymethyl methacrylate porous material[J].Materi-als Science and Engineering,2002.217-227.
  • 3Galveza J,Cervenka D A,Saouma C V. A discrete crack approach to normal/shear cracking of concrete[J].Cement and Concrete Research,2002.1567-1585.
  • 4David Z Y,Jabareen M,Abutbul A D. One-dimension-al analysis of tension stiffening in reinforced concrete with discrete cracks[J].Engineering Structures,2008.206-217.
  • 5Mosalam K M,Paulino G H. Evolutionary character-istic length method for smeared cracking finite ele-ment models[J].Finite Elements in Analysis and De-sign,1997.99-108.
  • 6Lee J S,Choi Y,Cho H N. Modeling and detection of damage using smeared eraek model[J].Engineering Structures,2004.267-278.
  • 7Sehutter G D. Finite element simulation of thermal cracking in massive hardening concrete elements u-sing degree of hydration based material laws[J].Computers & Structures,2002.2035-2042.
  • 8Ma H M,Gap X L,Reddy J N. A mierostructure-de-pendent timoshenko beam model based on a modified couple stress theory[J].Journal of the Mechanics and Physics of Solids,2008.3379-3391.
  • 9Chiaia B,Vervuut A,Mier V. Lattice model evalua-tion of progressive failure in disordered particle com-posites[J].Engineering Fracture Mechanics,1997,(2-3):301-318.
  • 10Egli R,Stewart N F. Chain models in computer simu-lation[J].Mathematics and Computers in Simula-tion,2004.449-468.

二级参考文献16

  • 1闵卫东,唐泽圣.三角形网格转化为四边形网格[J].计算机辅助设计与图形学学报,1996,8(1):1-6. 被引量:24
  • 2潘志庚,马小虎,董军,石教英.基于图的任意域内点集的Delaunay三角剖分算法[J].软件学报,1996,7(11):656-661. 被引量:18
  • 3Lohner, Parikh. Generation of three dimensional unstructured grids by the advancing front method[J]. International Journal for Numerical Methods in Fluids, 1988,8:1135-1149.
  • 4WATSON D F. Computing the n-dimensional Delaunay tessellation with applications to Voronoi polytopes[J]. The Computer Journal, 1981,24 : 167-172.
  • 5BOWYER A. Computing Dirichlet tessellations[J]. The Computer Journal, 1981,24:162-166.
  • 6ZIENKIEWICZ O C,TAYLOR R L,ZHU J Z.TheFinite Element Method:Its Basis and Fundamentals[M].Oxford:Elsevier Butterworth-Heinemann,2005.
  • 7BELYTSCHKO T,LIU W K,MORAN M.Nonlinear Finite Elements for Continua and Structures[M].New York:John Wiley & Sons Ltd,2000.
  • 8NEEDLEMAN A.Material rate dependent and mesh sensitivity in localization problems[J].Computer Methods in Applied Mechanics and Engineering,1988,67:68-85.
  • 9MO(E)S N.DOLBOW J,BELYTSCHKO T.A finite element method for crack growth without remeshing[J].International Journal for Numerical Methods in Engineering,1999,46:131-150.
  • 10MO(E)S N,BELYTSCHKO T.Extended finite element method for cohesive crack growth[J].Engineering Fracture Mechanics,2002,69:813-833.

共引文献11

同被引文献9

  • 1Park S W, Xia Q, Zhou M. Dynamic behavior of concrete at high strain rates and pressures: 11. numerical simulation [J]. lnt .1 Impact Eng (S0734-743X), 2001, 25(9): 887-910.
  • 2Ma G W, An X M. Numerical simulation of blasting-induced rock fractures [J]. lnt J Rock Mech Min Sci (S1365-1609), 2008, 45(6): 966-975.
  • 3Zhang Y Q, Lu Y, Ma G W. Investigation of dynamic response of brittle materials under high-rate loading [J]. Mech Res Commun (S0093-6413), 2006, 33(3): 359-369.
  • 4Zhou X Q, Kuznetsovb V A, Haoa H, et al. Numerical prediction of concrete slab response to blast loading [J]. Int J Impact Eng (S0734-743X), 2008, 35(10): 1186-1200.
  • 5Pietruszczak S, Xu G. Brittle Response of Concrete as a localization Problern [J]. International Journal of Solids Structures (S0020-7683), 1995, 32(11): 1517-1533.
  • 6Schlangen E, Garboczi EJ. Fracture Simulations of Concrete Using Lattice Models: Computational aspects [J]. Engineering Fracture Mechanics (S0013-7944), 1997, 57(2/3): 319-332.
  • 7Cundall P A, Strack O D L, A Discrete Numerical Model for Granular Assemblies [J]. Geotechnique (S0016-8505), 1979, 29(1): 47-65.
  • 8Persson P O. Mesh Generation tbr Implicit Geometries [M]. USA: Massachusetts Institute of Technology, 2005.
  • 9张正珺,刘军,胡文,云斌,赵长冰.混凝土材料破坏过程的二维离散元模拟[J].水力发电学报,2010,29(5):22-27. 被引量:19

引证文献1

二级引证文献6

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部